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Herringbone steel truss installation construction method
The invention relates to the technical field of truss installation, and provides a herringbone steel truss installation construction method which comprises the steps that two sets of limiting rods are driven by two sets of main driving pieces to abut against the two adjacent sides of a herringbone truss correspondingly, and then the corresponding limiting rods are driven by the main driving pieces to slide; further, the herringbone truss is driven to move in the direction perpendicular to the connecting line between the two opposite stand columns; meanwhile, the herringbone truss is driven by a sliding assembly on a limiting rod to move in the direction of the connecting line between the two adjacent stand columns, the position of the herringbone truss is adjusted in the mode that the herringbone truss and the limiting rod are matched, and therefore through holes in supports at the ends of the herringbone truss can be opposite to riveting screws corresponding to the top ends of the stand columns; therefore, subsequent mounting and fixing of the herringbone truss and the stand column are facilitated. The method has the effect of improving the mounting efficiency of the herringbone truss.
本申请涉及桁架安装的的技术领域,提出了一种人字形钢桁架安装施工方法,通过两组主驱动件分别驱使两组限位杆与人字形桁架相邻的两侧相抵接,再通过主驱动驱使对应的限位杆滑移,进而实现驱使人字形桁架沿垂直于相对两立柱之间的连线方向移动;同时,通过限位杆上的滑移组件驱使人字形桁架沿相邻两立柱之间的连线方向移动,通过两者相配合的方式调节人字形桁架的位置,使得人字形桁架端部支座上的通孔可以与立柱顶端对应的铆接螺杆相对,从而便于后续人字形桁架与立柱的安装固定。本申请具有提高人字形桁架安装效率的效果。
Herringbone steel truss installation construction method
The invention relates to the technical field of truss installation, and provides a herringbone steel truss installation construction method which comprises the steps that two sets of limiting rods are driven by two sets of main driving pieces to abut against the two adjacent sides of a herringbone truss correspondingly, and then the corresponding limiting rods are driven by the main driving pieces to slide; further, the herringbone truss is driven to move in the direction perpendicular to the connecting line between the two opposite stand columns; meanwhile, the herringbone truss is driven by a sliding assembly on a limiting rod to move in the direction of the connecting line between the two adjacent stand columns, the position of the herringbone truss is adjusted in the mode that the herringbone truss and the limiting rod are matched, and therefore through holes in supports at the ends of the herringbone truss can be opposite to riveting screws corresponding to the top ends of the stand columns; therefore, subsequent mounting and fixing of the herringbone truss and the stand column are facilitated. The method has the effect of improving the mounting efficiency of the herringbone truss.
本申请涉及桁架安装的的技术领域,提出了一种人字形钢桁架安装施工方法,通过两组主驱动件分别驱使两组限位杆与人字形桁架相邻的两侧相抵接,再通过主驱动驱使对应的限位杆滑移,进而实现驱使人字形桁架沿垂直于相对两立柱之间的连线方向移动;同时,通过限位杆上的滑移组件驱使人字形桁架沿相邻两立柱之间的连线方向移动,通过两者相配合的方式调节人字形桁架的位置,使得人字形桁架端部支座上的通孔可以与立柱顶端对应的铆接螺杆相对,从而便于后续人字形桁架与立柱的安装固定。本申请具有提高人字形桁架安装效率的效果。
Herringbone steel truss installation construction method
一种人字形钢桁架安装施工方法
ZHU MINRUI (Autor:in) / YANG ZHI (Autor:in) / CHEN FENG (Autor:in) / HE LINGLIN (Autor:in) / HUANG ZHIREN (Autor:in)
25.02.2022
Patent
Elektronische Ressource
Chinesisch
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